Analysis of Strip Pile Footing Behavior Caused by Sinkhole Formation


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Abstract

The paper presents the results of investigation of pile strip footing behavior over a karst sinkhole. Analytical decisions based on the adapted contact model of pile-subsoil interaction were obtained to evaluate the pile stiffness coefficient and maximal loads acting on the piles.

About the authors

N. Z. Gotman

Perm State University

Email: smfe@mail.ru
Russian Federation, Perm

D. A. Davletyarov

LLC Podzemproekt

Email: smfe@mail.ru
Russian Federation, Moscow

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